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1/4"0 SAFETY LOCK ,-4-.,., <br /> ' � (1000 # CAPACITY) 1 3/4" 1 3/4" <br /> ,,,, j I 2 <br /> 14S <br /> \` I _ x I I \ I (r)BOTH SIDES TYP> " \\ I `\ / `r' di.; <br /> fi cc-J tcN L__,-.\ <br /> 1/8 14 <br /> 1/8 , TYP \ / I t=0.06" Al �;, t 16 GA. <br /> Q1 i�I \ ,: g 16 GA. I i j ,li <br /> 1 :7-1 <br /> i5 f1 , 141 i c . _________,3/4" 1 <br /> 4 <br /> i 11 ,0 irallM <br /> ,-- ,,, <br /> ---- —� lIIgggl t1 x I 1 I V �I/ <br /> \ ' , . 1 \ \ I i►I� ›c i2 3 4" I, -, , . <br /> ) g <br /> \r� a q o4. 1/4"0 SAFETY LOCK <br /> i I I n y ►'. A .4. - .OA • q t=.06" A 1 1 1► TYP <br /> -0 I t=.07„ i i q q s. q q .s;' i <br /> . "� I/ <br /> 1/8I/ 1000 CAPACITY <br /> ' 14 GA. I �. • G • \ SEC. A—A ( # ) TYP <br /> L_ b. <br /> 1/8 <br /> t . <br /> : , <br /> \ -a p. > Aq_ • q �-• •q `sq TYP / /� •/ \c.i ± <br /> IT 1 <br /> 1/8 �1.5" / .. :- <br /> 6" t=3/8" / // 1 1 <br /> FY=36 KSI. / <br /> N a0 + cD <br /> 1111111114 1--- <br /> * \ N <br /> (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE Ti <br /> -- N 6 1 40 E1 <br /> 7/16"O RIVET <br /> 3 1/4" EMB., (SEE NOTE NO. 4) /11? \ ASTM A576-90B <br /> SEC. B—B 7/16 0 RIVET II t=3/16 HOT-WROUGHT UNS <br /> ASTM A576-90B --\ \ <br /> G10100 GRADE C-1010 t=3/16" <br /> HOT-WROUGHT UNS <br /> G10100 GRADE C-1010 <br /> BASE PLATE DETAIL 1� BRACING DETAIL C2D 4 PIN CONNECTION C3; 3 PIN CONNECTION (4, <br /> NOTES; <br /> 1-DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS <br /> AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS <br /> 144" 42" 144" 42" 96" 42" OF THE IBC 2018, ASCE/SEI 7-16, ACI 318-14, RMI/ANSI MH16.1:2012 <br /> / ` / / / / / / / <br /> 2-STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) <br /> 3-NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP <br /> \ - - ` - - \ - - \ - - \ - - - - OF THE APPROVED FABRICATOR #FB01649 (E70XX ELECTRODES) <br /> 4-ALL ANCHORS HILTI KWIK BOLT-TZ ESR-1719 <br /> t. <br /> tco <br /> co co <br /> -4- -4- / / <br /> PERIODIC SPECIAL INSPECTION IS REQUIRED <br /> `r 5-CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF <br /> 0 0 6-STORAGE RACK CAPACITY: AS SHOWN ON ELEVATIONS <br /> 3500 #/ LEVEL 3500 #/ LEVEL 3 PIN CONN. \ 2500 #/ LEVEL 3 PIN CONN. ` 7-RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS <br /> \ , r ( J r///: TYP. U.N.O. r r TYP. '_ - A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY <br /> 5 1/2" BEAM TYP. 5 1/2" BEAM TYP. 4" BEAM TYP. 2coOF THE RACK (SHOWN ON ELEVATIONS) <br /> o o 8-STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE <br /> ud <br /> VERTICAL OF 1/2" IN 10'-0" OF HEIGHT <br /> 4 9-THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES <br /> \ 3500 #/ LEVEL 3 PIN cONN//23 . r N \ n 3500 #/ LEVEL ti r N \ 2500 #/ LEVEL T co z r BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. <br /> `V r Jf - l �� - r - 10-STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY <br /> L T. R <br /> co <br /> O \</: <br /> O t 0 <br /> 3500 #/ LEVEL 4 PIN CONN. co <br /> 3500 #/ LEVEL 4 PIN coNN. 00 2500 #/ LEVEL od <br /> \ r 1st LEVEL \ i' 2nd LEVEL r \ r ►r f r <br /> N 1000 #/ LEVEL \ <br /> `° 0J s t -,./r <br /> O M `� 0 �AK 01/4 A RACK DESIGN AND ENGINEERING <br /> \ \ _ .. q , .-1 \ — °°\ 4 \ \ — 00 �'w BROADWAY, SUITE #2 , GLENDALE, 4 <br /> WEST00 <br /> .. . — . ..:y _•• .-.. f-'.-; - ' - a \ _ _ _ .-. ,_ _ a a <ti �ti _ SCALE: NONB DRAWN BY. ,ASJJ <br /> _ ° r� �� 412 R Y 4 CA. 9120 <br /> `r . DATE: 7-31-2020 <br /> V. cr PROJECT: <br /> GREAT LITTLE BOX COMPANY <br /> _ ,14 41. CI. 2",9< 4'� 607 RIVERSIDE ROAD, EVERETT, WA 98201 <br /> . <br /> TYPE- 1 SIDE VIEW TYPE-2 SIDE VIEW TYPE-3 SIDE VIEW s °NAL E' STORAGE RACK DETAILS JOB NO. SHEET NO. <br /> _ RD-20307 <br /> EXPIRES 12-26-21 <br />